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2009-213cAdocuments and settings\jericharMocal settings\temporary intemet files\content.outlook\95yned3n\dcta roe rail line amended 091509.doc ORDINANCE NO. zDO~~~~c~ AN ORDINANCE OF THE CITY OF DENTON, TEXAS, AUTHORIZING AND DIRECTING THE CITY MANAGER TO EXECUTE AN AMENDMENT TO EXPAND THE SCOPE OF ACTIVITIES AND EXTEND THE TERM OF A RIGHT OF ENTRY AND POSSESSION DATED MARCH 3, 2009, AS EXTENDED ON MAY 5, 2009, AS EXTENDED AND EXPANDED ON JUNE 235 2009, AND AS EXTENDED AND EXPANDED ON SEPTEMBER 1, 2009, IN FAVOR OF THE DENTON COUNTY TRANSPORTATION AUTHORITY (DCTA) AND AUTHORIZING DCTA TO ENTER UPON AND TAKE POSSESSION OF CERTAIN REAL PROPERTY OF THE CITY OF DENTON FOR THE PURPOSE OF PERFORMING ACTIVITY AS DESCRIBED IN ATTACHMENT "A" HERETO; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Denton, Texas is a Home-Rule City and a Municipal Corporation (hereafter "Grantor"), and claims an interest in and to the following described tract of land: BEING all that certain lot, tract, or parcel of land described in that certain Quitclaim Deed from Missouri Pacific Railroad Company to the City of Denton, Texas dated August 9, 1993, and filed on August 24, 1993, as Clerk No. 93-R0058485 in the Real Property Records of Denton County, Texas; and also being that same property described in that certain Correction Quitclaim Deed, dated June 1, 2001 and filed for record in the Real Property Records of Denton County, Texas as Volume 4857, Page 02021 (hereafter the "Property"). WHEREAS, the Denton County Transportation Authority (hereafter "DCTA") expects to acquire an easement in the Property from the City of Denton, Texas for the purpose of constructing, operating and maintaining DCTA's passenger rail line (the "Project") for approximately eight miles, extending southward through the City of Denton, and much of which easement tract lies within the City of Denton, Texas; and WHEREAS, the City of Denton, Texas expects to grant unto DCTA a perpetual easement upon reaching acceptable terms of agreement, in order that DCTA can immediately commence preliminary construction activities on the above-referenced Project; and WHEREAS, DCTA needs immediate possession of the Property in order to prepare the Property for DCTA construction activities, pending final negotiation of the terms of the easement with the City of Denton and the Dallas Area Rapid Transit; and WHEREAS, both the City of Denton and DCTA recognize the urgency of commencing construction on the Project as soon as is reasonably possible; and WHEREAS, on March 3, 2009 the City Council adopted Ordinance No. 2009-059 authorizing the execution of a Right of Entry and Possession to DCTA; and WHEREAS, on May 5, 2009 the City Council adopted Ordinance No. 2009-118 extending the expiration of the Right of Entry and Possession for a period of 30 days from the date of expiration set forth in Ordinance No. 2009-059; and cAdocuments and settings\jerichar\local settings\temporary internet files\content.outlook\95yned3n\dcta roe rail line amended 091509.doc WHEREAS, on June 23, 2009 the City Council adopted Ordinance No. 2009-149 expanding the scope of activities and extending the term of the said Right of Entry and Possession until September 8, 2009; and WHEREAS, on September 1, 2009 the City Council adopted Ordinance No. 2009-195 expanding the scope of activities and extending the term of said Right of Entry and Possession through September 15, 2009; and WHEREAS, the City Council deems it to be in the best interest of the City to execute an amendment to expand the scope of activities and extend the term of the said Right of Entry and Possession in favor of DCTA through September 22, 2009, at 5:00 p.m.; NOW, THEREFORE, THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS: SECTION 1. The City Manager, or his designee, is hereby authorized and directed to execute a Right of Entry and Possession for the above described property in favor of DCTA. A copy of the said Right of Entry and Possession is attached hereto as Attachment "A" and incorporated herein for all purposes. SECTION 2. The authority granted DCTA pursuant to this Ordinance shall be conditioned upon DCTA's compliance with all applicable federal, state or local laws and regulations including, but not limited to, any and all City of Denton mandated standard requirements, procedures and processes for obtaining permits prior to the commencement of any activity authorized herein. Failure to comply with all such requirements, including the obtaining of required permits, prior to the commencement of such activities shall cause the immediate suspension of all authority granted DCTA pursuant to this ordinance. SECTION 3. The authority granted DCTA pursuant to this Ordinance shall extend through September 22, 2009, at 5:00 p.m. after which date all authority granted herein shall cease and this Ordinance shall be of no further force and effect. SECTION 4. This Ordinance shall become effective immediately upon its passage and approval. PASSED AND APPROVED this the day of 2009. MARK A.BUIZR(OUGAS, MAYOR ATTEST: JENNIFER WALTERS, CITY SECRETARY BY Page 2 of 3 sAour documents\ordinances\09\dcta roe rail line amended 091509.doc APPROVED AS TO LEGAL FORM: ANITA BURGESS, CITY ATTORNEY BY: Page 3 of 3 ATTACHMENT A RIGHT OF ENTRY AND POSSESSION STATE OF TEXAS ) KNOW ALL MEN BY THESE PRESENTS: COUNTY OF DENTON ) WHEREAS, the City of Denton, Texas is a Home-Rule City and a Municipal Corporation (hereafter "City"), and claims an interest in and to the following described tract of land: BEING all that certain lot, tract, or parcel of land described in that certain Quitclaim Deed from Missouri Pacific Railroad Company to the City of Denton, Texas dated August 9, 1993, and filed on August 24, 1993, as Clerk No. 93-R0058485 in the Real Property Records of Denton County, Texas; and also being that same property described in that certain Correction Quitclaim Deed, dated June 1, 2001 and filed for record in the Real Property Records of Denton County, Texas as Volume 4857, Page 02021 (hereafter the "Property"). WHEREAS, the Denton County Transportation Authority, a coordinated county transportation authority created under Chapter 460 of the Texas Transportation Code (hereafter "DCTA") expects to acquire an easement in the Property from City for the purpose of constructing, operating and maintaining DCTA's passenger rail line (the "Project") for approximately eight miles, extending Southward through the City of Denton, and much of which easement tract lies within the City of Denton, Texas; and WHEREAS, City expects to grant to DCTA a perpetual easement upon reaching acceptable terms of agreement with DCTA; and WHEREAS, DCTA needs immediate possession of the Property in order to prepare the Property for DCTA construction activities, pending final negotiation of the terms of the easement with the City of Denton; and WHEREAS, both City and DCTA recognize the urgency of commencing construction on the Project as soon as is reasonably possible; NOW THEREFORE, for and in consideration of the sum of TEN DOLLARS ($10.00) and other good and valuable consideration to it in hand paid by DCTA, the receipt and sufficiency of which is hereby acknowledged and confessed, City grants to DCTA the right to enter upon the Property, the right to remove improvements, if any, with which the Property is encumbered, and the right to possession of the Property for Project purposes. Page 1 of 3 This grant of right of entry and possession is conditioned upon the following: 1. DCTA may perform pre-construction surveying upon the Property, such as activities of survey crews and pick-up trucks; and 2. DCTA may install erosion control, such as erection of silt fences and the installation of construction entrances; and 3. DCTA may conduct limited clearing and grubbing on the Property, such as cutting and mulching vegetation, and removing stumps, roots, and debris. Any clearing and grubbing activity scheduled on the Property shall be subject to the following: a. A plan for the work shall be provided identifying locations, means and methods, a listing of contractors with contact information along with a schedule of who, when, and where the work will be done. b. Communication with City of Denton personnel that will be inspecting or monitoring this work Grantee or Grantee's agents shall initiate notification through Alberto Lopez with Denton Water Utilities at (940) 391-8622. c. DCTA will provide a point of contact with the DCTA for communication, coordination and claims resolution. d. Clearing and grubbing of trees within the 20 feet of the eastern boundary of the Property shall be limited to chain saws and stump grinders to avoid disturbance to adjacent underground utilities. 4. DCTA may conduct pot holing of utilities through coordination with the Denton Water Utilities subject to the following: a. A plan for the work shall be provided to City identifying locations, means and methods, a listing of contractors with contact information along with a schedule of who, when, and where the work will be done. b. Communication with City of Denton personnel that will be inspecting or monitoring this work. Grantee or Grantee's agents shall initiate notification through Alberto Lopez with Denton Water Utilities at (940) 391-8622. c. DCTA will provide a point of contact with the DCTA for communication, coordination and claims resolution. 5. DCTA may perform construction activities in Phase I and Phase II of the corridor, Hickory Street to Shady Oaks subject to the conditions listed in Items 6, 7, and 8 below. The limits of Phase I is demonstrated in Exhibit IA and the limits of Phase II is demonstrated in Exhibit Page 2 of 3 1B. DCTA may perform construction activities as outlined in the Denton Area 3 Month Look Ahead, demonstrated in Exhibit 2 (Phase I and Phase II). 6. The attached Exhibit 3 shows the current outstanding water, sewer, drainage and transportation issues related to Phase 1 of the project. The items highlighted in Exhibit 3 are issues that the City has determined must be resolved prior to any construction beyond limited clearing and grubbing, potholing, and erosion control as outlined above. All revisions must be submitted to, and approved by, the Development Review Committee. 7. The attached Exhibit 4 shows the current outstanding water, sewer, drainage and transportation issues related to Phase 2 of the project. The items highlighted in Exhibit 4 are issues that the City has determined must be resolved prior to any construction beyond limited clearing and grubbing, potholing, and erosion control as outlined above. All revisions must be submitted to, and approved by, the Development Review Committee. 8. DCTA must, submit performance and payment bonds, and pay 2.5 percent inspection fee equal to the value of all public improvements prior to the preconstruction meeting with the Public Works Inspection Department. PS Arora, Development Review Committee Engineering Administrator should be contacted at (940) 349-7189 prior to initiating any construction activities. This Right of Entry and Possession shall extend to DCTA, its employees and its contractors. This Right of Entry and Possession shall be valid through September 22, 2009, as evidenced by the signature of its City Manager; thereafter it shall terminate and be of no further force and effect. City of Denton, Texas Attest: Jennifer Walters, City Secretary B Ap oved As Legal Form: Anita Burgess, City Attorney By: George C. Campbe 1, ty Manager kfiwr~ Gh~ NaW~(~- 0(1 11 '01 Page 3 of 3 F,a N _ `1 ~ , ~ ~,,,c~f. Ch- ~ iC: - , r-- - ;aJ ~~~r~nn PI~~~~~~ 1 .y ,r. rr~~~~~~~r,~ I~in t yn'~~r ~rr~~~r~r I~~~~~ t i~r~r~ri - } ~:w r, 4,a r- 'F:~1. ri i r~~ ! 1~~~~~ ~~111C~iL.~.41i ~il~f~ fi.,1i 174.,~9~~.T.~1~ -J T~r~~p~>'*r~r ~;I~ir~~ ~t dill _ _ 5, n - f w _ h `k' J. 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Clearly label existing and proposed water lines on the Electrical Service for CIL (Central Instrument Location) sheets, and confirm no conflicts with CIL's. 2. Clearly label existing and proposed water lines on the Crossing Gate Layout sheets, and confirm no conflicts with crossing gates. 3. Sheets T-06 (Typical Signal Foundation Installation), T-08 (Typical Bracket Mast Signal Foundation Installation), T-11 (Typical Crossing Gate Foundation Installation), T-13 (Typical Cantilever Foundation Installation 12 to 26 Foot Main Arm), and T-14 and T-15 (Typical Cantilever Foundation Installation 36 to 44 Foot Main Arm) show general foundation requirements with unknown impacts on City utilities. Engineer of Record needs to provide drawings with sufficient detail to address site-specific conditions. These drawings must be submitted to City, to facilitate review of impacts on existing City utilities. 4. Near Sta 2005+85, show existing water lines on Traffic Signal Design sheet, and confirm no conflicts. 5. Near Sta 2030, Stationing on profile view is incorrect. 6. Near Sta 2040, Intersection layout sheet indicates that a portion of Morse St. west of the tracks will be excavated over 1.5'. Show existing water line in profile on this sheet so that preservation of adequate cover can be confirmed. Show existing water line in drainage layout profile. On Intersection Layout, is PT No 31 elevation incorrect? 7. Near Sta 2063+27, show existing water lines on Traffic Signal Design sheet (at intersection of Bell and Sycamore), and confirm no conflicts. Sewer 1. Clearly label existing and proposed sewer lines on the Electrical Service for CIL (Central Instrument Location) sheets, and confirm no conflicts with CIL's. 2. Clearly label existing and proposed sewer lines on the Crossing Gate Layout sheets, and confirm no conflicts with crossing gates. 3. Sheets T-06 (Typical Signal Foundation Installation), T-08 (Typical Bracket Mast Signal Foundation Installation), T-11 (Typical Crossing Gate Foundation Installation), T-13 (Typical Cantilever Foundation Installation 12 to 26 Foot Main Arm), and T-14 and T-15 (Typical Cantilever Foundation Installation 36 to 44 Foot Main Arm) show general foundation requirements with unknown impacts on City utilities. Engineer of Record needs to provide drawings with sufficient detail to address site-specific conditions. These drawings must be submitted to City, to facilitate review of impacts on existing City utilities. 4. Near Sta 2005+85, show existing sewer lines on Traffic Signal Design sheet, and confirm no conflict with new mast arm poles. 5. Near Sta 2040, Intersection layout sheet indicates that a portion of Morse St. west of the tracks will be excavated over 1.5. Show existing sewer line in Intersection Profile so that preservation of adequate cover can be confirmed. 6. Near Sta 2063+27, show existing sewer lines on Traffic Signal Design sheet (at intersection of Bell and Sycamore), and confirm no conflicts. Drainage General 1. Type II rainfall distribution shall be used for all hydrologic models. 2. Provide input and output printouts of all HEC-RAS models. 3. Provide summary input and output of all hydrologic modeling. 4. 100-year water surface elevations for the bridges as printed on the construction plans should match cross section at the upstream face of the bridge. 5. Provide Floodway models for Revised Existing (Pre-Project) and Post-Project conditions for PEC-4. 6. Additional comments may be issued upon receipt and review of requested data and models. 7. Provide runoff and storm pipe calculations for all culvert profiles. 8. There are multiple culverts that are not profiled and utility crossings are not shown on storm drain profiles along street intersections. 9. There appears that there are existing culverts that cross the existing rail that are not shown on plan and not addressed. 10. There is general concern over numerous flat longitudinal slopes for both proposed earthen and concrete swales along the DCTA ROW. Morse Creek 11. See general comments. 12. Lag times, Runoff Coefficients, etc. could not be found in Appendix B 13. Stream profile for Morse Creek does not include the Pedestrian Bridge. 14. 100-year water surface elevations for the bridges as printed on the construction plans should match upstream face of the bridge. 15. 100-year water surface elevation (WSEL) at the upstream face of the railroad bridge is 616.27 under proposed conditions which is less than 12 inches from the low chord elevation of 616.86 and does not meet City of Denton clearance requirements between 100-year WSEL and Low Chord. 16. Two cross section plots were found in the document for 1210 and 1250. Cannot determine which cross section is correct. 17. Show both sides of the DCTA ROW line to determine if proposed grading is contained within the ROW. Stream PEC-4 18. See general comments 19. A grading easement from private property needs to be acquired prior to construction. Provide recorded documentation of this easement. Transportation General Comments: 1. City Traffic Signal Specifications and Schematics are not attached with this submittal. 2. The applicant is required to submit a written agreement for review by the City with regard to access rights by DCTA to City signal controllers/cabinets. 3. The applicant is required to submit a written agreement for review by the City with regard to maintenance of DCTA equipment located inside COD signal controllers/cabinets. 4. The applicant is required to submit a written agreement for review by the City with regard to maintenance of rail and bike path signage. 5. The applicant is required to submit a written agreement for review by the City with regard to maintenance of street and bike path pavement markings. 6. The applicant is required to discuss with the City with regard to right-of-way acquisition for the proposed signal equipment at the intersection of Bell Avenue and Sycamore Street (in private property). 7. The applicant is required to discuss with the City with regard to pre-emption panel design within City signal cabinets. 8. The applicant is required to submit a written agreement for review by the City with regard to maintenance of DCTA electrical conduit within City ROW. 9. The applicant is required to discuss with the City with regard to acquisition of temporary construction and slope easements. 10. The applicant is required to discuss with the City with regard to proposed gate locations conflicting with future pavement widening of unimproved streets and/or sidewalks. 11. The applicant is required to discuss with the City with regard to all in-kind replacement of existing sidewalk that does not comply with COD width standards. 12. The applicant is required to discuss with the City with regard to extension of rail pads to accommodate future pavement widening of unimproved streets and/or sidewalks. 13. The applicant is required to discuss with the City with regard to placement of future trailblazing signs for the DCTA rail stations upon extension of Medpark Station and TXDOT 1-35E improvements. 14. ADA ramps are not required for sidewalk connections to the proposed bike path. 15. All City ADA ramps within public ROW is required to be COD Type 1 ramps. 16. Include a note on all "SIGNING AND STRIPING PLAN" sheets to state "City of Denton specifications shall take precedence where conflicts between plans and attached City of Denton specifications occur. 17. On all Signage and Striping plans, please provide additional information as to what type of existing signs are proposed to be removed/relocated. Sheet C-680 (DUNCAN STREET INTERSECTION LAYOUT): 1. The Kerley Street right turn lane onto Duncan Street does not appear to allow larger vehicles to avoid encroachment into the opposite traffic lane. The City will require either a compound radius or a right turn configuration at Old US Hwy 77/Shady Shore Road (see sheet C-664). Sheet C-682 (MORSE STEET INTERSECTION LAYOUT): 1. Install two barrier free ramps at the northwest corner of Robertson/Morse Streets. 2. Adjust the barrier free ramp on the northeast corner of Robertson/Morse Streets to line up with the ramp located across the street on Robertson. 3. Provide surmountable curb and traffic-worthy pavement to allow large vehicles heading westbound along Morse Street to make the right-turn onto Robertson Street. Sheet C-684 (ROBERTSON STREET INTERSECTION LAYOUT): 1. The City will require a compound curve at the northwest corner of Jackson/Robertson Streets to allow larger vehicles traveling southbound along Jackson Street to make the right-turn onto Robertson Street. 2. The City will require that the northern bike path ramp onto Robertson Street be squared off at the street in lieu of a 5-foot radius connection. Sheet C-686 (EAST PRAIRIE STREET INTERSECTION LAYOUT): 1. Show the existing easement for the bike path on the north side of East Prairie Street where it encroaches into private property. Sheet C-688 (SYCAMORE STREET INTERSECTION LAYOUT): 1. Provide additional information on what the bike path ramp on the north side of Sycamore Street is connecting to. Sheet C-757 (SHADY OAKS STREET SIGNING AND STRIPING PLAN): 1. This sheet was not included with this submittal. Sheet C-759 (MORSE STREET SIGNING AND STRIPING PLAN): 1. Stop bars are required to be 18-feet from the street intersection. 2. Remove the crosswalk at Robertson Street. 3. Relocate the crosswalk at Morse Street to the west side of Roberson Street. Sheet C-760 (ROBERTSON STREET SIGNING AND STRIPING PLAN): 1. The applicant is required to discuss with the City with regard to why the proposed rail gate arms are blocking the bike path crosswalk. Sheet C-843 (BELL AVE AT PRAIRIE STREET TRAFFIC SIGNAL DESIGN): 1. Insert a note stating "This signal to be removed only upon approval of the Prairie Street closure by the City of Denton". Easements: The following easements need to be acquired prior to construction. Provide necessary recorded documentation to the City prior to construction. Slope Easements: 1. Morse Street: North side of roadway, on east side of DCTA ROW Temporary Construction Easements: 1. Morse Street: South side of roadway, on west side of DCTA ROW 2. Robertson Street: North side of roadway, on east side of DCTA ROW Grading Easements: 1. PEC-4 Bridge 2. The remaining bridges did not show both sides of the DCTA ROW to verify if additional easements are needed. EXHIBIT 4 Listed below is the compilation of the outstanding Water and Sewer comments for work in the "Phase II" area (Shady Oaks to Brinker). Water 1. Clearly label existing and proposed water lines on the Electrical Service for CIL (Central Instrument Location) sheets, and confirm no conflicts with CIL's. 2. Clearly label existing and proposed water lines on the Crossing Gate Layout sheets, and confirm no conflicts with crossing gates. 3. Sheets T-06 (Typical Signal Foundation Installation), T-08 (Typical Bracket Mast Signal Foundation Installation), T-11 (Typical Crossing Gate Foundation Installation), T-13 (Typical Cantilever Foundation Installation 12 to 26 Foot Main Arm), and T-14 and T-15 (Typical Cantilever Foundation Installation 36 to 44 Foot Main Arm) show general foundation requirements with unknown impacts on City utilities. Engineer of Record needs to provide drawings with sufficient detail to address site-specific conditions. These drawings must be submitted to City, to facilitate review of impacts on existing City utilities. 4. Sta. 1921+15: The proposed construction appears to possibly be in conflict with the existing 12" water main. Provide an additional cross section for this location, showing existing location and depth of this main so that conflicts can be identified and the improvements redesigned as necessary. 5. Sta 1939: Bike Path Profile shows the flowlines of the proposed 2-24" and the 18" to each be several feet below existing grade. Pothole RWL in this area to confirm adequate vertical clearance. 6. From Sta 1939 thru 1942, the proposed concrete flume appears to be possibly in conflict with the existing 30" raw water line. In these cross-sections, show existing location and depth of this line so that conflicts can be identified and improvements redesigned as necessary. Sewer 1. Clearly label existing and proposed sewer lines on the Electrical Service for CIL (Central Instrument Location) sheets, and confirm no conflicts with CIL's. 2. Clearly label existing and proposed sewer lines on the Crossing Gate Layout sheets, and confirm no conflicts with crossing gates. 3. Sheets T-06 (Typical Signal Foundation Installation), T-08 (Typical Bracket Mast Signal Foundation Installation), T-11 (Typical Crossing Gate Foundation Installation), T-13 (Typical Cantilever Foundation Installation 12 to 26 Foot Main Arm), and T-14 and T-15 (Typical Cantilever Foundation Installation 36 to 44 Foot Main Arm) show general foundation requirements with unknown impacts on City utilities. Engineer of Record needs to provide drawings with sufficient detail to address site-specific conditions. These drawings must be submitted to City, to facilitate review of impacts on existing City utilities. Drainage General 1. Type II rainfall distribution shall be used for all hydrologic models. 2. Provide input and output printouts of all HEC-RAS models. 3. Provide summary input and output of all hydrologic modeling. 4. 100-year water surface elevations for the bridges as printed on the construction plans should match cross section at the upstream face of the bridge. 5. Provide Floodway models for Revised Existing (Pre-Project) and Post-Project conditions for PEC-3. 6. Provide hydrologic and hydraulic models and flood study analyses for 100-year fully- developed watershed conditions for PEC-3. Only FEMA flows were modeled for this creek. 7. Additional comments may be issued upon receipt and review of requested data and models. 8. Provide runoff and storm pipe calculations for all culvert profiles. 9. There are multiple culverts that are not profiled and utility crossings are not shown on storm drain profiles along street intersections. 10. There is general concern over numerous flat longitudinal slopes for both proposed earthen and concrete swales along the DCTA ROW. Stream PEC-3 11. See general comments. 12. Low chord elevations are not shown in the stream profiles. 13. Show both sides of the DCTA ROW to determine if the proposed grading is contained within the DCTA ROW. Transportation Comments: 1. City Traffic Signal Specifications and Schematics are not attached with this submittal. 2. The applicant is required to submit a written agreement for review by the City with regard to access rights by DCTA to City signal controllers/cabinets. 3. The applicant is required to submit a written agreement for review by the City with regard to maintenance of DCTA equipment located inside COD signal controllers/cabinets. 4. The applicant is required to submit a written agreement for review by the City with regard to maintenance of rail and bike path signage. 5. The applicant is required to submit a written agreement for review by the City with regard to maintenance of street and bike path pavement markings. 6. The applicant is required to discuss with the City with regard to pre-emption panel design within City signal cabinets. 7. The applicant is required to submit a written agreement for review by the City with regard to maintenance of DCTA electrical conduit within City ROW. 8. The applicant is required to discuss with the City with regard to acquisition of temporary construction and slope easements. 9. The applicant is required to discuss with the City with regard to proposed gate locations conflicting with future pavement widening of unimproved streets and/or sidewalks. 10. The applicant is required to discuss with the City with regard to all in-kind replacement of existing sidewalk that does not comply with COD width standards. 11. The applicant is required to discuss with the City with regard to extension of rail pads to accommodate future pavement widening of unimproved streets and/or sidewalks. 12. The applicant is required to discuss with the City with regard to placement of future trailblazing signs for the DCTA rail stations upon extension of Medpark Station and TXDOT 1-35E improvements. 13. ADA ramps are not required for sidewalk connections to the proposed bike path. 14. All City ADA ramps within public ROW is required to be COD Type 1 ramps. 15. Include a note on all "SIGNING AND STRIPING PLAN" sheets to state "City of Denton specifications shall take precedence where conflicts between plans and attached City of Denton specifications occur. 16. On all Signage and Striping plans, please provide additional information as to what type of existing signs are proposed to be removed/relocated. Sheet C-674 (BRINKER ROAD INTERSECTION LAYOUT): 1. The applicant is required to discuss with the City with regard to discontinuity of the bike path at Brinker Road along with the alignment of the future bike path crossing of Brinker Road. Sheet C-755A (BRINKER ROAD SIGNING AND STRIPING PLAN): 1. Revise title of the plan to state "Signs and striping plan for proposed signal when installed". 2. Remove all left turn pavement markings. 3. Move the right turn pavement marking to where the taper lane and the storage lane meet. Sheet C-755B (LOOP 288 SIGNING AND STRIPING PLAN): 1. Provide information on why pavement markings are called out on the Loop 288 left turn lane. This should already be included with the Loop 288 widening project. 2. Show abutments for future pedestrian bridge and how bike path will connect to the bridge. 3. Any construction within TXDOT ROW will require a TXDOT Permit. Sheet C-756 (COLORADO BLVD SIGNING AND STRIPING PLAN): 1. Relocate the R3-7R right turn sign to the midpoint of the taper lane. 9:nCnr",Mn+C- The following easements need to be acquired prior to construction. Provide necessary recorded documentation to the City prior to construction. Temporary Construction Easements: 1. Brinker Road: Both sides of roadways, on both sides of DCTA ROW Grading Easements: 1. All bridges in.this Phase did not show both sides of the DCTA ROW to verify if additional easements are needed. EXHIBIT 5 [To be replaced by Certificate of Insurance] EXHIBIT 6 Listed below is the compilation of the outstanding Water, Sewer, Transportation, and Drainage comments for work in the "Phase III" area. Water 1. Clearly label existing and proposed water lines on the Electrical Service for CIL (Central Instrument Location) sheets, and confirm no conflicts with CIL's. 2. Clearly label existing and proposed water lines on the Crossing Gate Layout sheets, and confirm no conflicts with crossing gates. 3. Sheets T-06 (Typical Signal Foundation Installation), T-08 (Typical Bracket Mast Signal Foundation Installation), T-11 (Typical Crossing Gate Foundation Installation), T-13 (Typical Cantilever Foundation Installation 12 to 26 Foot Main Arm), and T-14 and T-15 (Typical Cantilever Foundation Installation 36 to 44 Foot Main Arm) show general foundation requirements with unknown impacts on City utilities. Engineer of Record needs to provide drawings with sufficient detail to address site-specific conditions. These drawings must be submitted to City, to facilitate review of impacts on existing City utilities. 4. Please be aware that the City will not authorize the relocation of any portions of the existing raw water lines without a thorough analysis being presented to us for review, discussion, and approval. Said analysis must include, at a minimum, the following: 1) Rationale behind having to relocate the line, as opposed to adjusting locations of proposed facilities; 2) Right-Of- Way/easement constraints and potential acquisitions; 3) Plan and profile information on the alignment and grade of the proposed raw water line, including position relative to nearby facilities. While 1) and 2) have been addressed to some extent, we still have not received anything for 3). 5. Near Sta 1800, Plans show proposed sound wall very close to existing raw water line. From Sta 1795+00 thru 1802+40, show existing location and depth of 30" raw water line in cross sections. Results of the raw water line potholing confirm conflict. 6. Near Sta 1812, Bridge layout profile shows significant cut. Indicate how much cut there will be over existing raw water lines, and what remaining cover will be. 7. From Sta 1814+50 thru Sta 1834+50, the proposed concrete flume appears to be possibly in conflict with the existing 30" raw water line. Show existing location and depth of this line in cross sections so that conflicts can be identified and the improvements redesigned as necessary. 8. From Sta 1839+00 thru 1849+50, the proposed ditch/concrete flume appears to be possibly in conflict with the existing 30" raw water line. In these cross sections, show existing location and depth of this line so that conflicts can be identified and improvements redesigned as necessary. 9. Near Sta 1879+45, the proposed ditch appears to possibly be in conflict with the existing 12" water main. Provide an additional cross section for this location, show existing location and depth of this main so that conflicts can be identified and the improvements redesigned as necessary. 10. From Sta 1883+50 thru Sta 1889+90, the proposed ditch appears to possibly be in conflict with the existing 30" raw water line. In these cross sections, show existing location and depth of this main so that conflicts can be identified and the improvements redesigned as necessary. 11. Near Sta 1885+50, Traffic Signal Design sheet shows a potential conflict between new Mast Arm Pole P-6 and the existing 30" raw water line. 12. From Sta 1892 thru Sta 1894, the proposed concrete flume appears to possibly be in conflict with the existing 30" raw water line. In these cross sections, show existing location and depth of this main so that conflicts can be identified and the improvements redesigned as necessary. The City will not accept Plans showing a proposed retaining wall being built over an existing raw water line. 13. Near Sta 1893, a retaining wall is shown built atop 30" raw water line for approx. 200 ft. in this area; this will not be allowed. 14. Near Sta 1896, a retaining wall is shown built atop water line for approx. 1700 ft. in this area; this will not be allowed. From Sta 1896 thru Sta 1898, the proposed ditch appears to possibly be in conflict with the existing 30" raw water line. In these cross sections, show existing location and depth of this main so that conflicts can be identified and the improvements redesigned as necessary. 15. From Sta 1902+50 thru Sta 1915, the proposed ditch/concrete flume appears to possibly be in conflict with the existing 30" raw water line.. In these cross sections, show existing location and depth of this main so that conflicts can be identified and the improvements redesigned as necessary. Show existing water lines on Traffic Signal Design sheet to confirm no conflict with new mast arm poles (Colorado Blvd. at Medpark Dr.). Sewer 1. Clearly label existing and proposed sewer lines on the Electrical Service for CIL (Central Instrument Location) sheets, and confirm no conflicts with CIL's. 2. Clearly label existing and proposed sewer lines on the Crossing Gate Layout sheets, and confirm no conflicts with crossing gates. 3. Sheets T-06 (Typical Signal Foundation Installation), T-08 (Typical Bracket Mast Signal Foundation Installation), T-11 (Typical Crossing Gate Foundation Installation), T-13 (Typical Cantilever Foundation Installation 12 to 26 Foot Main Arm), and T-14 and T-15 (Typical Cantilever Foundation Installation 36 to 44 Foot Main Arm) show general foundation requirements with unknown impacts on City utilities. Engineer of Record needs to provide drawings with sufficient detail to address site-specific conditions. These drawings must be submitted to City, to facilitate review of impacts on existing City utilities. 4. Near Sta 1902+50, show existing sewer lines on Traffic Signal Design Sheet to confirm no conflict with new mast arm poles (intersection of Colorado Blvd. and Medpark Dr.). Transportation: General Comments that are required to be addressed or coordinated with the City: 1. City Traffic Signal Specifications and Schematics are not attached with this submittal. 2. The applicant is required to submit a written agreement for review by the City with regard to access rights by DCTA to City signal controllers/cabinets. 3. The applicant is required to submit a written agreement for review by the City with regard to maintenance of DCTA equipment located inside COD signal controllers/cabinets. 4. The applicant is required to submit a written agreement for review by the City with regard to maintenance of rail and bike path signage. 5. The applicant is required to submit a written agreement for review by the City with regard to maintenance of street and bike path pavement markings. 6. The applicant is required to discuss with the City with regard to right-of-way acquisition for the proposed signal equipment at the intersection of Bell Avenue and Sycamore Street (in private property). 7. The applicant is required to discuss with the City with regard to pre-emption panel design within City signal cabinets. 8. The applicant is required to submit a written agreement for review by the City with regard to maintenance of DCTA electrical conduit within City ROW. 9. The applicant is required to discuss with the City with regard to acquisition of temporary construction and slope easements. 10. The applicant is required to discuss with the City with regard to proposed gate locations conflicting with future pavement widening of unimproved streets and/or sidewalks. 11. The applicant is required to discuss with the City with regard to all in-kind replacement of existing sidewalk that does not comply with COD width standards. 12. The applicant is required to discuss with the City with regard to extension of rail pads to accommodate future pavement widening of unimproved streets and/or sidewalks. 13. The applicant is required to discuss with the City with regard to placement of future trailblazing signs for the DCTA rail stations upon extension of Medpark Station and TXDOT 1-35E improvements. 14. ADA ramps are not required for sidewalk connections to the proposed bike path. 15. All City ADA ramps within public ROW is required to be COD Type 1 ramps. 16. Include a note on all "SIGNING AND STRIPING PLAN" sheets to state "City of Denton specifications shall take precedence where conflicts between plans and attached City of Denton specifications occur. 17. On all Signage and Striping plans, please provide additional information as to what type of existing signs are proposed to be removed/relocated. Sheet C-664 (SHADY SHORES ROAD INTERSECTION LAYOUT): 1. The Old US Hwy 77 right turn lane onto Shady Shores Road does not appear to facilitate a truck turn radius. Sheet C-671(COLORADO/MAYHILL INTERSECTION LAYOUT): 1. Adjust the southern bike path ramp to align with the northern bike path ramp. 2. Provide recordation information for the existing easement where the bike path encroaches private property. Sheet C-674 (BRINKER ROAD INTERSECTION LAYOUT): 1. The applicant is required to discuss with the City with regard to discontinuity of the bike path at Brinker Road along with the alignment of the future bike-path crossing of Brinker Road. Sheet C-691 (ROAD AND RAILROAD PAVING DETAILS): 1. Label the hole for the pad lock on the bollard details. Sheet C-754A (COLORADO BLVD SIGNING AND STRIPING PLAN): 1. Revise title of the plan to state "Signs and striping plan for proposed signal when installed" 2. Remove all left turn pavement markings. 3. Move the right turn pavement marking to where the taper lane and the storage lane meet. 4. The 113-511 sign requires a "Right Lane" plaquard. Sheet C-755A (BRINKER ROAD SIGNING AND STRIPING PLAN): 1. Revise title of the plan to state "Signs and striping plan for proposed signal when installed" 2. Remove all left turn pavement markings. 3. Move the right turn pavement marking to where the taper lane and the storage lane meet. Easements: The following easements need to be acquired prior to construction. Provide necessary recorded documentation to the City prior to construction. Slope Easements: 1. Lakeview Blvd: West and East side of roadway, on north side of DCTA ROW 2. Pockrus Page Road: North side of roadway, on east side of DCTA ROW 3. Colorado/Mayhill: North and south side of roadway, on west side of DCTA ROW Temporary Construction Easements: 1. Shady Shores Rd: North and south side of roadway, on east side of DCTA ROW 2. Pockrus Page Road: South side of roadway, on east side of DCTA ROW 3. Brinker Road: Both sides of roadways, on both sides of DCTA ROW Grading Easements: 1. The bridges did not show both sides of the DCTA ROW to verify if additional easements are needed. Drainaee Comments: General: 1. Type II rainfall distribution shall be used for all hydrologic models. 2. Provide input and output printouts of all HEC-RAS models. 3. Provide summary input and output of all hydrologic modeling. 4. 100-year water surface elevations for the bridges as printed on the construction plans should match cross section at the upstream face of the bridge. 5. Provide Floodway models for Revised Existing (Pre-Project) and Post-Project conditions for PEC- 4. 6. Additional comments may be issued upon receipt and review of requested data and models. 7. Provide runoff and storm pipe calculations for all culvert profiles. 8. There are multiple culverts that are not profiled and utility crossings are not shown on storm drain profiles along street intersections. 9. There appears that there are existing culverts that cross the existing rail that are not shown on plan and not addressed. 10. There is general concern over numerous flat longitudinal slopes for both proposed earthen and concrete swales along the DCTA ROW. Stream PEC-1 1. See general comments. 2. 100-year velocities increased upstream of proposed bridges at cross section 16475 from existing conditions of 2.16 ft/s to an erosive velocity for proposed conditions of 8.93 ft/s. Issue of erosive velocities shall be addressed. 3. 100-year WSEL's increased in proposed model versus existing model for cross sections 16300 and 16347 downstream of the proposed bridges. City of Denton subdivision regulations does not allow any increases in 100-year WSEL's. Stream PEC-S 1. See general comments 2. Proposed Floodplain boundary is wider than effective floodplain boundary immediately downstream of the bridge due to the bridge widening. 3. 100-year water surface elevation (WSEL) at the upstream face of the railroad bridge is 689.25 under proposed conditions which is less than 12 inches from the low chord elevation of 689.08 and does not meet City of Denton clearance requirements between 100-year WSEL and Low Chord. 4. 100-year velocities increased downstream of proposed bridges at cross section 9121 from existing conditions to an erosive velocity for proposed conditions of 8.80 ft/s. Issue of erosive velocities shall be addressed.